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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance | ₹18.9 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹19.0 LRejected-Finance | ₹19.0 L | L2 | Rejected-Finance 2nd Bidder |
| 3 | Rejected-Technical GRAM CHILWARIYA THANA KOTWALI DEHAT DISTRICT BAHRAICH UTTAR PRADESH | BAHRAICH | BAHRAICH | UTTAR PRADESH | - | - | Rejected-Technical Clause 3.3(i) of ITB |
Tender Value
₹22.5 L
EMD Value
₹45,100
Closing Date
4 May 2026, 12:00 pmClosed
EE RED Chandauli
EE RED Chandauli
Vikas Khand Sadar ke Gram Raghunathpur me Pal basti se Daitra Veer Baba ke ped tak sadak (interlocking) va naali ka nirman karya
2026_REDUP_1138505_45
21/RED/Chandauli/26-27 Date-04-04-2026
Open Tender
Civil Works - Roads
90 days
Chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,104
₹45,100
Yes
21 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251. | - | Cum | - | - |
| 2 | Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 | - | Cum | - | - |
| 3 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 | - | Cum | - | - |
| 4 | Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253 | - | Cum | - | - |
| 5 | Construction of granular Sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as perTechincal Specification clause 401 | - | Cum | - | - |
| 6 | R.C.C. in 1:2:4 cement C.sand & 20mm dalla stone grite with proper completion of work in cover as per SI No -283 | - | Cum | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 | - | Kg | - | - |
| 8 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. | - | Sqm | - | - |
| 9 | P.C.C consisting of 1:2:4 cement,coarse sand and approved 20mm gauge stone grite including supply of all materials, laboursand T&P etc all required for proper completion of the work SI- 279b. | - | Cum | - | - |
| 10 | 12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584. | - | Sqm | - | - |
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details.html
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BOQ_2128871.xls
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T1TwaritRajyanshnidhi.pdf
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